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- W2005331206 abstract "An important issue in seismic design of concrete buildings concerns the stability of structural walls when subjected to intense earthquake ground motions. Large tensile strains, developed as a result of significant yielding in the wall, are a cause for concern since the stability of the wall depends on the magnitude of the tensile strain imposed on the wall. A critical condition exists where excessive out-of-plane displacement may occur upon load reversal prior to crack closure causing the wall to buckle. The potential for instability can be mitigated by requiring a minimum wall thickness to ensure that the in-plane lateral strength can be fully developed in the reversed direction. A methodology for assessing the minimum wall thickness is outlined in this paper and results are presented for a number of parameters including the ground motion intensity, longitudinal reinforcement ratio, floor weight, wall-to-floor area ratio and number of stories. The minimum wall thickness is compared with recommendations in current building codes." @default.
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- W2005331206 date "2005-06-01" @default.
- W2005331206 modified "2023-09-30" @default.
- W2005331206 title "Minimum thickness for ductile RC structural walls" @default.
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- W2005331206 doi "https://doi.org/10.1016/j.engstruct.2005.02.004" @default.
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